WebA linear static analysis is then carried out to obtain stresses which are needed to form the geometric stiffness matrix Kσ K σ , corresponding to f ref f r e f . The buckling loads are then calculated by solving an eigenvalue problem: (1) (K−λKσ)A= 0 ( K − λ K σ) A = 0. Where, K K is the stiffness matrix of the structure and λ λ is ... WebPart of my job involves as an Finite Element Engineer, working on design analysis and optimization features development, benchmarking & validation of Optistruct solutions like advanced Dynamic ...
HyperWorks Tutorials - Altair
WebHelp Determining Reaction Forces at Independent Node for Cylinder Fixed at 1 Node using RBE2 Elements - Help Determining Reaction Forces at Independent Node for Cylinder Fixed at 1 Node using RBE2 Elements - Altair OptiStruct - Altair Products WebApr 11, 2024 · In the software HyperMesh/Optistruct, in the load collectors, when you select the Card Image LOADADD, you can apply a scale factor (real). This Scale Factor for me resembles a Safety Factor to me, as it multiplies the value of each load by the scale factor you choose to put. By checking in the manual, I seem to see it does. trinity lutheran church hobbs nm
Scale Factor and Safety Factor in Hypermesh / Optistruct
WebApr 18, 2024 · 1. Open your Altair Optistruct ® analysis. 2. In the panel on the bottom right of the screen, select Analysis. 3. Select Control Card. 4. Find and enable the OUTPUT card. 5. In the OUTPUT card in your tree set OUTPUT1 to SHRES, and OUTPUT2 to OP2. 6. WebInfo. CAE-Ingenieur mit Erfahrung in: - Selbstständige und strukturierte Bearbeitung von Simulationsprojekten. - FEM-Simulation von Strukturbauteilen hinsichtlich Festigkeit, Steifigkeit, Dynamik mit verschiedenen FEM-Softwarepaketen (PERMAS, OptiStruct, NASTRAN, ...). - Lebensdauerberechnung und -bewertung. trinity lutheran church howards grove